Name of work :- Construction of front Boundary wall at No.

2 Pakhamara Chanbarikhuti Library

under Pakhamara VCDC under MCLA-AD Fund for the year 2023-24.

Detail estimate
Taking 10 M length Brick Boundary Wall:-
(1)
2.8 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not
exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including
getting out the excavated soil anddisposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil.

Post 8 x 0.75 x 0.75 x 1.50 = 6.750 m3

Tie Beam 2 x 10.00 x 0.45 x 0.45 = 4.050 ,,
2 x 6.00 x 0.45 x 0.45 = 2.430 ,,
Total = 13.230 m3

@ ₹ 286.85 / Cum - - - ₹ 3,795.00

(2) Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including
11.2. filling joints with local sand, with common burnt clay non modular bricks.
Post 8 x 0.75 x 0.75 = 4.50 m2
Tie Beam 2 x 10.00 x 0.45 = 9.00 ,,
2 x 6.00 x 0.30 = 3.60 ,,
Floor 1 x 10.00 x 6.00 = 60.00 ,,
0 x 1.27 x 6.27 = 0.00 ,,
Step 2 x 2.50 x 1.20 = 6.00 ,,
Total = 83.10 m2
@ ₹ 733.30 / Sqm - - - ₹ 60,937.00

(3) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All
4.1. work up to plinth level :
4.1.5 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm
nominal size derived from natural sources)

Col. Footing 8 x 0.75 x 0.75 x 0.10 = 0.450 m3

Step 2 x 2.50 x 1.20 x 0.075 = 0.450 ,,
Total = 0.900 m3
@ ₹ 6833.40 / Cum - - - ₹ 6,150.00

(4) Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete
5.22 upto plinth level.

12mm Ø
Post 8 x 4 x 3.35 = 107.20 Rm
0 x 4 x 2.95 = 0.00 ,,
Tie Beam 2 x 4 x 10.83 = 86.64 ,,
2 x 4 x 6.83 = 54.64 ,,
Total = 248.48 Rm
= 2.21 Qntl.

10mm Ø
Column Jali 8x 2x 5 x 0.75 = 60.00 Rm

Page 1
 Lintel 0 x 4 x 11.53 = 0.00 ,,
0 x 4 x 7.53 = 0.00 ,,
Post plate 0 x 4 x 11.53 = 0.00 ,,
0 x 4 x 7.53 = 0.00 ,,
Total = 60.00 Rm
= 0.37 Qntl.
8mm Ø
Chajja 0x 9 x 0.75 = 0.00 Rm
0x 4 x 1.20 = 0.00 ,,
Total = 0.00 Rm
= 0.00 Qntl.

6mm Ø
Stirrups Column 8 x 11 x 0.92 = 80.96 Rm
8 x 15 x 0.55 = 66.00 ,,
0 x 19 x 0.55 = 0.00 ,,
Tie Beam 2 x 68 x 0.89 = 121.04 ,,
2 x 41 x 0.89 = 72.98 ,,
Lintel 0 x 37
26 x 0.55 = 0.00 ,,
Post plate 0 x 37 x 0.65 = 0.00 ,,
0 x 26 x 0.65 = 0.00 ,,
Total = 340.98 Rm
= 0.75 Qntl.

5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

= 2.58 Qntl.
@ ₹ 8965.00 / Qntl - - - ₹ 23,130.00

5.22.1 Mild steel and Medium Tensile steel bars = 0.75 Qntl.
@ ₹ 8895.00 / Qntl - - - ₹ 6,671.00

(5) Centering and shuttering including strutting, propping etc. and removal of form for
5.9
5.9.1 Foundations, footings, bases of columns, etc. for mass concrete
Post 8 x 4 x 0.60 x 0.10 = 1.92 m2
8 x 4 x 0.23 x 1.35 = 9.94 ,,
8 x 4 x 0.15 x 2.00 = 9.60 ,,
0 x 4 x 0.15 x 2.70 = 0.00 ,,
Total = 21.46 m2
@ ₹ 307.95 / Sqm - - - ₹ 6,608.61

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers

Tie Beam 2 x 2 x 0.30 x 10.00 = 12.00 m2
2 x 2 x 0.30 x 6.00 = 7.20 ,,
Lintel 0 x 2 x 0.15 x 5.35 = 0.00 ,,
0 x 2 x 0.15 x 3.70 = 0.00 ,,
Post plate 0 x 2 x 0.20 x 5.35 = 0.00 ,,
0 x 2 x 0.20 x 3.70 = 0.00 ,,

Page 2
 Total = 19.20 m2
@ ₹ 608.35 / Sqm - - - ₹ 11,680.32
3.2.1.3.Flat Surfaces
Chajja such as soffits of suspended
0 x floors,
1.20roofs, landings,
x 0.40 = cantilever
0.00 slabs,
m2
chajjas, balconies and the like.
Total = 2
0.00 m
@ ₹ 345.67 / Sqm - - - ₹ -

(6) Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering,
5.1 finishing and reinforcement - All work up to plinth level :
5.1.3 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal
size de rived from natural sources)

Column Base 8 x 0.75 x 0.75 x 0.10 = 0.450 m3

Column 8 x 0.23 x 0.23 x 1.35 = 0.571 ,,
Tie Beam 2 x 0.23 x 0.23 x 10.00 = 1.058 ,,
2 x 0.23 x 0.25 x 6.00 = 0.690 ,,
Total = 2.769 m3
@ ₹ 8364.20 / Cum - - - ₹ 23,160.47

Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string
courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding
cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from
natu ral sources : 3 graded stone aggregate 20 mm nominal size
derived from natural sources)

Post 8 x 0.15 x 0.15 x 2.00 = 0.360 m3

0 x 0.15 x 0.15 x 2.70 = 0.000 ,,
Lintel 0 x 0.15 x 0.15 x 5.35 = 0.000 ,,
0 x 0.15 x 0.15 x 3.70 = 0.000 ,,
Chajja 0 x 1.20 x 0.40 x 0.05 = 0.000 ,,
Post plate 0 x 0.15 x 0.20 x 5.35 = 0.000 ,,
0 x 0.15 x 0.20 x 3.70 = 0.000 ,,
Total = 0.360 m3
@ ₹ 10185.05 / Cum - - - ₹ 3,666.62

(7) Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: 6.2.1 Cement mortar
6.2 1:4 (1 cement : 4 coarse sand)

Wall 2 x 10.00 x 0.23 x 0.75 = 3.450 m3

2 x 6.00 x 0.23 x 0.75 = 2.070 ,,
Step 0 x 2.50 x 0.30 x 1.20 = 0.000 ,,
Total = 5.520 m3
@ ₹ 5746.80 / Cum - - - ₹ 31,722.34

(8) Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above
6.13 plinth level up to floor V level. 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand)

Wall 0 x 10.00 x 1.52 = 0.00 m2

0 x 7.00 x 4.57 = 0.00 ,,
Total = 0.00 m2

Page 3
 Deduct D= 0x 1.20 x 2.10 = 0.00 m2
W= 0x 0.90 x 1.20 = 0.00 ,,
V= 0x 0.90 x 0.45 = 0.00 ,,
Sub Total = 0.00 m2
Total = 0.00 m2
@ ₹ 1018.05 / Sqm - - - ₹ -
(9) Providing wood work in frame (Chowkaths) of doors , windows , clerestory windows and
9.1.2. other similar works wrought , framed and fixed in position in contact with C.C. or brick
masonry wall including supplying , fitting and fixing with M.S. hold fast (40mm x 3mm x
250mm) as per design embeded in cement concrete block in proportion 1:2:4 and with two
coats of kiricide oiling to the timber faces in contact with C.C. and masonry as directed and
specified .
(a)With sal wood.

D= 0 x 1 x 1.20 x 0.075 x 0.125 = 0.000 m3

0 x 2 x 2.10 x 0.075 x 0.125 = 0.000 ,,
W= 0 x 2 x 0.90 x 0.075 x 0.125 = 0.000 ,,
0 x 3 x 1.20 x 0.075 x 0.125 = 0.000 ,,
V= 0 x 2 x 0.90 x 0.075 x 0.125 = 0.000 ,,
0 x 3 x 0.45 x 0.075 x 0.125 = 0.000 ,,
Total = 0.000 m3
@ ₹ 121163.03 / Cum - - - ₹ -

(9) 15 mm cement plaster on the rough side of single or half brick wall of mix : 13.2.1 1:4 (1 cement: 4 fine sand)
13.2.

Wall 2 x 10.75 x 0.90 = 19.35 m2

2 x 6.00 x 0.90 = 10.80 ,,
Deduct Total = 30.15
0.00 m2
Total = 30.15 m2
@ ₹ 339.70 / Sqm - - - ₹ 10,241.96

(11) 12 mm cement plaster of mix : 13.1.1 1:4 (1 cement: 4 fine sand)

13.1

Wall 2 x 10.60 x 0.90 = 19.08 m2

2 x 6.85 x 0.90 = 12.33 ,,
Total = 31.41 m2
Deduct = 0.00 m2
Total = 31.41 m2
@ ₹ 294.85 / Sqm - - - ₹ 9,261.24

(12) Cement concrete works in topping 1:1:2 (1 cement : 1 sand 2 graded aggregates on R.C.C.
5.1.1 floor, tread and rise of steps finished with a floating coat of neat cement using cement slurry
Plinth 0 x 11.15 x 0.60 = 0.00 m2
for bond @ 2.75 Kg. of cement per Sq. m. of floor (base concrete to be measured and paid
seperately) to be laid in pannels including curing0 omplete
x 7.15 x 0.60. =
as directed 0.00 ,,
Skirting 0 x 30.60 x 0.15 = 0.00 ,,
0 x 7.75 x 0.15 = 0.00 ,,
Total = 0.00 m2
@ ₹ 226.67 / Sqm - - - ₹ -

Page 4
(13) Providing, fitting and fixing full pannelled door/windows including oxidised M. S butt hinges
9.9.2 (100mm x 75 mm x 3.55mm) with necessary screws (other fittings shall be measured and
paid separately) .
(A) With Teak wood / Sissu wood.
(ii) 35mm thick

D= 0x 1.20 x 2.10 = 0.00 m2

Total = 0.00 m2
@ ₹ 4623.51 / Sqm - - - ₹ -

(14) Providing fitting and fixing fully glazed window without intermediate sash bars including
9.9.7 oxidised M.S butt hinges (75mm x 60mm x 3.15mm) 2nos on each leaf and 3nos. on single
leaf (glass panes to be measured and paid separately)
(A) With Teak wood / Sissu wood.
(ii) 35mm thick

W= 0x 0.90 x 1.20 = 0.00 m2

Total = 0.00 m2
@ ₹ 2604.24 / Sqm - - - ₹ -

(15) Providing, fitting and fixing fully glazed clerestory window and fan light including fitting and
9.9.9 fixing 2 nos.of M.S. pivot hinges (75mm x 20mm x 3 mm ) , eye hook and nylon chord
complete( glass panes shall be measured and paid seperately).
(A) With Teak wood / Sissu wood.
(ii) 35mm thick

V= 0x 0.90 x 0.45 = 0.00 m2

Total = 0.00 m2
@ ₹ 2286.07 / Sqm - - - ₹ -

(16) Providing and fixing clear sheet glass beded in putty and fixed with/without wooden
16.1. beadings including necessary cutting of glass to required sizes (payment for wooden beads
shall be made separately).
(I) Area of glass panes not exceeding 0.15sq.m.
(c) 3.00mm thick

W= 0x 0.59 x 0.78 = 0.00 m2

V= 0x 0.59 x 0.29 = 0.00 ,,
Total = 0.00 m2
@ ₹ 486.11 / Sqm - - - ₹ -

(17) Providing,
Area fitting and&fixing
of Window M.S. grill
Ventilation = of required pattern for windows/=clerestory windows/
0.00 m2
10.2 openingwith M.S. flats at required spacing in frame all round, squre or round M.S.2
bars with round headed bolts and nuts or screws. Total = 0.00 m
@ 15.00 Kg/Sqm = 0.00 Kg
@ ₹ 84.55 / Kg - - - ₹ -

(18) Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS
18.3. circular hollow section conforming to relevant I.S. code, as per approved design and
1. drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red
oxide Zinc Chromate primer and two coats of approved enamel paints complete including
fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed.
a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S.
Specification : 1161-1998

Page 5
 L Kg/m
Tie (60.3 OD) 5 x 7.30 x 5.10 = 186.150 Kg
Rafter (48.3 OD) 2 x 5 x 4.75 x 3.61 = 171.295 ,,
1 x 0 x 2.30 x 3.61 = 0.000 ,,
Purlin (42.4 OD) 2 x 3 x 8.20 x 3.15 = 154.980 ,,
1 x 0 x 8.20 x 3.15 = 0.000 ,,
Runner (42.4 OD) 1 x 0 x 12.60 x 3.15 = 0.000 ,,
Struts (42.4 OD) 1 x 5 x 1.20 x 3.15 = 18.900 ,,
2 x 5 x 1.15 x 3.15 = 36.225 ,,
2 x 5 x 1.05 x 3.15 = 33.075 ,,
2 x 5 x 0.90 x 3.15 = 28.350 ,,
2 x 5 x 0.75 x 3.15 = 23.625 ,,
Gusset plate (10 mm) 2x 5 x 0.30 x 0.25 x 78.50 = 58.875 ,,
Cap plate (12 mm) 2x 5 x 0.30 x 0.25 x 94.20 = 70.650 ,,
Cleat (6 mm) Purlin 10 x 5 x 0.15 x 0.10 x 47.10 = 35.325 ,,
3 x 0 x 0.15 x 0.10 x 47.10 = 0.000 ,,
Runne 0 x 5 x 0.15 x 0.10 x 47.10 = 0.000 ,,
Total = 817.450 Kg
= 8.174 Qntl
@ ₹ 8839.00 / Qntl - - - ₹ 72,249.99

(19) Providing galvd iron ridging of TATA SHAKTEE / SAIL including supplying and fixing
8.1.2 necessary galvd screws/washers etc. complete as directed.
(c) 0.55 mm thick
(i) 150 mm lapping

1 x 11.50 = 11.50 Rm
@ ₹ 450.60 / Rm - - . ₹ 5,181.90

(20) Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including
8.1.2. fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen
2 x 4.95 x 11.50 = 113.74 m2
washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of
0 x be2.50
roof truss, purlin etc. (Roof trusses and purlin etc.to x 8.65
measured = separately).
and paid 0.00 ,,
Total = 113.74 m2
@ ₹ 512.95 / Sqm - - - ₹ 58,342.93

(21) Earth/Sand filling in plinth in layer not more than 150mm thick including necessary,
1.3 carriage, watering, raming etc. complete as directed and specified . Including payment of
land compensation, Forest Royalty, Sales Tax and other duties and taxes as may be
necessary. (C) With river sand or silt (predominently non plastic) by truck carriage
including loading and unloading.

Floor 0 x 11.00 x 7.00 x 1.50 = 0.000 m3

0 x 1.27 x 6.27 x 0.75 = 0.000 ,,
Total = 0.000 m3
@ ₹ 345.61 / Cum - - - ₹ -

Page 6
(22) Pre construction anti - termite treatment by applying in the entire levelled area after
26.1. plinth filling and before laying floor by applying the emulsion @ 5 (five) litres per
3. square meter of the surface to be spread with light rodding so as to ensure proper
absorption by the filled up earth (supplying of necessary tools and accessories by
the contractor) as per the direction of the Department complete.
a) with aqueous emulsion having concentration 1:19 with chloropirophose solution
(tricel or euivalent) and water, i.e. 1% solution.

Floor 1 x 11.00 x 7.00 = 77.00 m2

0 x 1.27 x 6.27 = 0.00 ,,
Total = 77.00 m2
@ ₹ 77.09 / Sqm - - - ₹ 5,935.93

(23) 65mm thick cement concrete floor consisting of 50mm under layer of cement concrete 1 :
5.1.4. 3 : 6 (1cement : 3 coarse sand : 6 coarse agg. Of size 25mm down) and 15mm thick
wearing layer in cement concrete 1 : 1 : 2 (1cement : coarse sand : 2 coarse agg. Of size
10mm down laid in panels and finished with a floating coat of neat cement finish ( using
cement slurry for boad @ 2.75Kg Per sq.m of floor area) including curing etc. complete
as directed.

Floor 1 x 10.00 x 6.00 = 60.00 m2

0 x 1.27 x 6.27 = 0.00 ,,
Total = 60.00 m2
@ ₹ 928.65 / Sqm - - - ₹ 55,719.00

(24) Providing, fitting and fixing in position false ceiling of 6mm thick Bison panel
7.5.1. (cement bonded particle board) on timber frame of 1st class local wood (Hollock/
Bonsum/ Sundi) of 50mm x 50mm spaced at not more than 1.20m apart , fixed to
the wall at the end with necessary nails, wood screws, hooks,bolts etc. including
painting (one coat primer and two coats of painting) as necessary complete as
directed by the Department for all levels.
(a) Both sides commercial

0x 10 x 6.00 = 0.00 m2
Total = 0.00 m2
@ ₹ 786.20 / Sqm - - - ₹ -

(25) Providing plinth protection with bricks flat laid in0 cement
x 7.80mortar
x 1:4
0.90and=finished 0.00
with 15mm
m2
19.2. thick cement plaster in prop . 1:2 with a floating coat of neat cement finish .
0x 6.40 x 0.90 = 0.00 ,,
Total = 0.00 m2
@ ₹ 458.06 / Sqm - - - ₹ -

(10) Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New
13.41 work (two or more coats) over and including water thinnable priming coat with cement primer

1 x 10.85 x 1.82 = 19.75 m2

0 x 6.85 x 3.30 = 0.00 ,,
Total = 19.75 m2
Deduct D= 0x 1.20 x 2.10 = 0.00 m2

Page 7
 W= 0x 0.90 x 1.20 = 0.00 ,,
V= 0x 0.90 x 0.45 = 0.00 ,,
Sub Total = 0.00 m2
Total = 19.75 m2
@ ₹ 162.55 / Sqm - - - ₹ 3,210.36

Applying one coat of water thinnable cement primer of approved brand and manufacture on
wall surface : 13.43.1 Water thinnable cement primer
Total = 19.75 m2
@ ₹ 64.45 / Sqm - - - ₹ 1,272.89

(11) Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water
13.43 thinnable cement primer

Wall = 1 x 10.15 x 2.60 = 26.39 m2

0 x 7.15 x 5.17 = 0.00 ,,
Column = 0 x 0.30 x 2.70 = 0.00 ,,
Total = 26.39 m2

Deduct D= 0x 1.20 x 2.10 = 0.00 m2

W= 0x 0.90 x 1.20 = 0.00 ,,
V= 0x 0.90 x 0.45 = 0.00 ,,
Sub Total = 0.00 m2
Total = 26.39 m2
@ ₹ 64.45 / Sqm - - - ₹ 1,700.84

Finishing walls with water proofing cement paint of required shade : 13.44.1 New work (Two or more coats applied @ 3.84
kg/10 sqm)

Total = 26.39 m2
@ ₹ 97.60 / Sqm - - - ₹ 2,575.66

(28) Applying priming coat over new wood and based surfaces over 100mm in girth / width after
13.6. and including preparing the surface by thoroughly cleaning oil, grease, dirt and other
3 matter, sand papering and knotting . ( a) With ready mixed paint-Brushing white lead for
priming

Chowkath D= 0 x 1x 1.20 x 0.275 = 0.00 m2

0 x 2x 2.10 x 0.275 = 0.00 ,,
W= 0 x 2x 0.90 x 0.275 = 0.00 ,,
0 x 3x 1.20 x 0.275 = 0.00 ,,
V= 0 x 2x 0.90 x 0.275 = 0.00 ,,
0 x 2x 0.45 x 0.275 = 0.00 ,,
Door Pannell D= 0x 2x 1.08 x 2.040 = 0.00 ,,
W= 0x 2x 0.78 x 1.08 = 0.00 ,,
V= 0x 2x 0.78 x 0.33 = 0.00 ,,
Total = 0.00 m2
Deduct Glass Pans = 0.00 ,,
Total = 0.00 m2

Page 8
 @ ₹ 36.90 / Sqm - - - ₹ -

(29) Painting two coats(excluding priming coat on new wood and wood based surfaces with
13.6. enamel paint of approved brand and manufacture (Asian paint/ Berger paint / ICI paint /J &
5 N paint/Nerolac) to give an even shade including cleaning the surface of all dirt , dust and
other foreign matter sand papering and stopping. i) Surfaces over 100mm in width/girth (a)
General purpose (Asian paint/Berger paint /ICI paint/J & N paint / Nerolac)

From Sl No.-22 = 0.00 m2

@ ₹ 61.95 / Sqm - - - ₹ -

(29) Supplying, fitting, fixing anodised aluminium fittings of approved make, reasonably smooth,
15.2. free from sharp edges and corners, flaws and other defects and with counter sunk holes for
screws including necessary aluminium screws etc. complete (anodised to bright natural
matt & satin finished)

(a) Sliding door bolts

(ii) 250mm x 16mm = 0 Nos
@ ₹ 260.27 / No - - - ₹ -
(b) Tower bolts
(ii) 250mm x 12mm = 0 Nos
@ ₹ 121.86 / No - - - ₹ -
(iv) 150mm x 10mm = 0 Nos
@ ₹ 88.56 / No - - - ₹ -
(c)Door handles
(ii) 150mm = 0 Nos
@ ₹ 42.43 / No - - - ₹ -
(30) Raising low site around the building with approved soil obtained from outside by truck
1.4. carriage including breaking clods, dressing etc. complete including paying necessary land
compensation, Municipal gate fees, if any monopoly duty etc. (profile measurement to be
taken and 12.5% deduction for shrinkage to be made from total quantity) etc. complete as
directed and specified, including forest royalty within a distance of 8.00 km. (forest royalty
shall be reimbursed on production of necessary certificate from the forest authority duly
countersigned by D.F.O. concerned).
ii) Other than Guwahati municipality area

0 x 8.50 x 8.00 x 0.65 = 0.00 m3

Deduct 12.5% of Shrinkage = 0.00 m3
Total = 0.00 m3
@ ₹ 210.20 / Cum - - - ₹ -

Total = ₹ 403,214.06

Therefore, the cost of per meter wall = = 82,410.44/10

₹ 8,241.04

(Rupees Five Lakhs)only

Junior Engineer
B.D.O. Dhamdhama Dev. Block
Bhergaon Development Block
Page 9
 Junior Engineer
B.D.O. Dhamdhama Dev. Block
Bhergaon Development Block

Page 10
3.129 20.03 1.35 2.66

Page 11
(Rupees Five Lakhs)only

Page 12
Name of Work :- Construction of front Boundary wall at No. 2 Pakhamara Chanbarikhuti Library
under Pakhamara VCDC under MCLA-AD Fund for the year 2023-24.

Detail estimate
MLA Constituency : No.62 Barama(ST) LAC
Estimated Cost : ₹ 500,000.00

: Abstract of cost :

1/ Cost of Civil Work ₹ 8,241.04

G. Total = ₹ 8,241.04
Deduct 10% contractor profit = ₹ 824.10
Total = ₹ 500,098.44
Say = ₹ 500,000.00
(Rupees Five lakhs) only

B.D.O. Junior Engineer

Dhamdhama Dev. Block Dhamdhama Dev. Block
B.D.O.
Bhergaon Development Block

Junior Engineer
Bhergaon Development Block
Name of work :- Construction of front Boundary wall at No. 2 Pakhamara Chanbarikhuti
Library under Pakhamara VCDC under MCLA-AD Fund for the year
2023-24.

Name of District : Baksa

Estimated Cost : ₹ 500,000.00

REPORT

This estimate amounting to ₹ 5,00,000.00 (Rupees Five lakhs) only has been
prepared to show the probable cost of the above noted work.

The following provision is provisded in this estimate :

1/ Construction of Community Hall

This estimate is prepared as per scheduled of rates for PWD Building for all Division
under PWD, Assam for the year 2013-14.

All works will be done as per specification current in the State of Assam.

B.D.O. Junior Engineer

Dhamdhama Dev. Block Dhamdhama Dev. Block
Junior Engineer
Bhergaon Development Block

B.D.O.
Bhergaon Development Block
 GOVT. OF ASSAM

NAME OF WORK : Construction of front Boundary wall at No. 2 Pakhamara

Chanbarikhuti Library under Pakhamara VCDC under MCLA-AD
Fund for the year 2023-24.

Detail estimate Taking

Name of District : Baksa, BTAD, Assam
Name of Block : Dhamdhama Development Block, Baganpara.

MLA Constituency: No.62 Barama (ST) LAC.

Estimated Amount = 5.00(Rupees Five Lakhs)only.

 nm

(MP-LAD Fund)

570
383.28

491.5
406.61
NAME OF WORK : - Improvement of road from Daokhabaha Bathou Thansali to Khasiapather RCC
Bridge under CD Fund for the year 2015-16.

N
 NON DUPLICACY CERTIFICATE

Floor Area of
Sl. No. Name of Scheme
Building.

1 2 3

Infrastructure Development near

Nayabasti Laxmi Mandir at Vill & P.O.
1 33.55 sq.m.
Nayabasti, Dist.- Baksa under Untide
Fund for the year 2018-19.

Certtified that the above project/scheme or any part thereof is neither proposed nor take
up under any other schemes /programmes like NLCPR/ NEC/ NABARD/ STATEPLAN/ P&RD
MPLADS / mgnrega/ etc. nor these shall be proposed for such scheme in future.

B.D.O.
Dhamdhama Dev. Block
 NON DUPLICACY CERTIFICATE

Road Length/ Bridge

Length (to be shown
Sl. No. Name of Scheme
separately for roads
& bridges)

1 2 3
Construction of Road from Mathura
Sarkar House Via Jaypur No.-1 to
1 12.00 KM
Company Chowk under AOP for the
year 2009-10.

Certtified that the above project/scheme or any part thereof is neither proposed nor take
up under any other schemes /programmes like NLCPR / NEC / NABARD / STATE PLAN
MLAADs / MPLADs / PMGSY / Economic Importance & Inter State Connectivty etc. nor thes
shall be proposed for such scheme in future.

ASSTT. EXECUTIVE ENGINEER, PWD EXECUTIVE ENGINEER, PWD

TAMULPUR RURAL ROAD SUB-DIVISION MUSHALPUR (R&B) DIVISION
TAMUPUR MUSHALPUR
RTIFICATE

Estimate Cost (Rs. in

Lakh)

5.00 L

Asstt. Executive Engineer, P.W.D.

Barama Rural Road Sub-Division
Barama

part thereof is neither proposed nor taken

R/ NEC/ NABARD/ STATEPLAN/ P&RD/ Asstt. Executive Engineer, P.
for such scheme in future. Salbari (R&B) Sub-Divisio
Salbari
Executive Enginee
Executive Engineer, P.W.D. Musalpur (R&B) D
Musalpur (R&B) Division Musalpur
Musalpur

Asstt. Executive Engineer, P.W.D.

Junior Engineer Tamulpur Rural Road Sub-Division
Dhamdhama Dev. Block Tamulpur

ASSTT. EXECUTIVE ENGINEER, PWD

Nalbari Rural Road Sub-Division
Nalbari
RTIFICATE

Estimate Cost (Rs. in

Lakh)

Rs 84.86

part thereof is neither proposed nor taken

PR / NEC / NABARD / STATE PLAN /
e & Inter State Connectivty etc. nor these
 Executive Engineer, PWD
Musalpur (R&B) Division
Musalpur

Asstt. Executive Engineer, P.W.D.

Barama Rural Road Sub-Division
Barama

Asstt. Executive Engineer, P.W.D.

Salbari (R&B) Sub-Division
Salbari
Executive Engineer, PWD
Musalpur (R&B) Division
Musalpur